The subject of my diploma thesis is the design documentation for polyfunctional building and will be supplemented with a specialty from the air-conditioning branch. The building is situated in the town Velká Bíteš and it's located at 336/1 and 336/8 about the total area of 5110 m2. The building has a L-shaped ground plan consisting. Has got three above-ground floors with partial basement. The building is designed as masonry structure with sharpened clay blocks Porotherm 38 Profi with thickness 380 mm. The ceiling from structure prestressed concrete floor slab Spiroll. The roof of the building is suggested as a single-coated flat roof. The building is covered with a ventilated facade from fiber cement board and thermal insulation is mineral fibreglass insulation Isover Multimax. The building is located on the first floor of the fitness room, on the second floor are offices and on the third floor there are 4 flat.

The aim of this master thesis is a design of newly-built multifunctional building with a health centre in a cadaster unit of municipality of Smižany in a nascent development of apartment buildings and detached houses. It is a four-storey building, with partial basement, consisting of the basement and three above-ground storeys. On the first floor there is a small health centre with three ambulances and a pharmacy. The second and the third floor has a character of family living, where six flats are designed, and two of them are wheelchair accessible. In the basement there is localized underground garage for residents, warehouses and technical facilities of the building. Main load-bearing walls are founded by plain concrete foundation strips. Main load-bearing columns in the garage are founded by reinforced concrete foundation pads. The structural system of the basement consists of reinforced concrete load-bearing walls, columns, beams and floor slab. The structural system of the above-ground storeys consists of Porotherm clay blocks and the floor structures are designed by Porotherm ceramic fillers and beams. A roofing of the building is realized by a warm flat roof. Main entrances into the building are oriented to the north, respectively into to the west, the residential part of the building is oriented to the east, west and south.

The topic of this thesis is a project documentation of a Retirement home located in Prague in Novodvorská street. The building is designed as a stand-alone building with five floors of a rectangular ground plan with a receding fifth storey. The retirement home is divided into a public section - a pharmacy and a part for clients - accommodation, leisure time including facilities - a restaurant with a kitchen, a laundry room. The construction system is designed as a reinforced concrete monolitic skeleton with rectanguplar columns and the filling structures are made of ceramic blocks. The building is based on reinforced concrete footings. A waterproof concrete is proposed for the lift shaft, and the foundation sills are designed for the perimeter masonry. Roofing of the 4th and 5th floor is a warm flat roof. In the 4th floor roofing section, the roof is made as a concrete tiles paving. The main entrance to the building is from southwest and the access to the building is from the northwest side where there is a parking lot for employees and clients.

The object of this thesis is to design and assess steel structure of multi-storey office center in Vsetín. Floor plan dimensions of building are 48x40m. The building has ten floors. Overall height is 35,5m. The building ceilings made of composite steel and concrete structure. The part of build are roofer atrium and one bigger room aula with dimensions 24x16m. Two construction variants were designed and assessed. Longitudinal and transverse rigity of variant A is ensured by truss bracing. Transverse rigity of variant B is ensured by truss bracing and longitudinal rigity is braced by bracing frames. The variant A is better.

The final thesis deals with the design of the steel loadbearing structure of the shopping center situated in Brno. The built-up floor area is 1973 m2 (L-shaped ground plan with dimensions 48 m x 50 m). The construction consists of three parts. Building A has four above-ground floors and reaches a height of 25.5 m. The steel structure of mono-pitched roof is designed in two options. Both options consist of full-length purlins and truss girders. Building B is a single-storey building with a mono-pitched roof top reaching 8.1 m high. Building C is three-storey with a flat roof. The first floor has a construction height of 4.5 m and the remaining two floors reach height of 3.6 m, which coincide with building A. The steel structure is made of steel-concrete composite ceilings and pin-supported columns. In the case of bracings, pressure was eliminated by means of non-linearities.The work includes proposal, assessment of the supporting structure and calculation of the directional details. Internal forces were determined based on a static analysis in the SCIA Engineer calculation program.

THE DIPLOMA THESIS IS A PROJECT OF A NEW SPORTS CENTER IN PROSTĚJOV. THE BUILDING IS DETERMINED FOR RECREATION AND SPORT AND IT IS SET IN STRAIGHT PARCEL. IT'S DESIGN IN A TWO-STOREY WITH NO BASEMENT. THE BUILDING IS DESIGNED FROM THE SYSTEM POROTHERM. THE FRAME STRUCTURAL SYSTEM IS MADE UP OF REINFORCED CONCRETE COLUMNS AND BEAMS. THE CEILING STRUCTURE IS MADE OF REINFORCED CONCRETE CEILING. FLOOR PLAN IS RUGGED. ROOF STRUCTURE IS DESIGNED AS A GREEN FLAT ROOF AND PART OF THE MULTIPURRPOSE HALL IS ROOFED WITH THE ROOF MADE BY GLUED TIMBER TRUSSES. THE BUILDING IS BASED ON THE STRIPS FOUNDATION AND FOUNDATION PADS.

The subject of the diploma thesis is technical part of the project documentation for the new accomodation facility in the city of Znojmo in the cadastral area of Znojmo. The building is a three-storey, partly basement. The roof of the house is build as a flat roof. The building is created of clay blocks and permanent formwork. The ceilings are made by reinforced concrete slabs. The object is situated on a flat terrain. On the first floor, there is a main entrance, a reception, a dining room, a kitchen, atechnical facilities for the stuff, storage areas. On the basement, there is a technical background of the building. Rooms for guests are located on the first and second floor.

The subject of my diploma thesis is the processing of project documentation of the construction part for the realization of the new build private health centre Proficlinic in the outskirts of České Budějovice. It is a two-storey partially basement building. On the first floor there is a pharmacy with the preparation of cytostatics, surgery x-ray and facilities for staff. On the underground floor there are technical facilities for new buildings and storage facilities. On the second floor there are individual surgeries and day care center of oncology. The ceilings are made of prestressed panels. The roof of the building is flat single-skinned.

This diploma thesis depicts project documentation for realization of a mixed-use building in Hradec Králové. The designed object includes fifteen flats in four storeys, a café, a hairdressing salon and no cellar. Vertical load-bearing walls of the first storey are designed to be built of reinforced concrete. Vertical load-bearing walls of the other storeys are designed to be built of ceramic blocks. The outside wall is insulated with expanded facade polystyrene and plastered with a thin-layer textured cream plaster. The last storey has a ventilated facade made of fibre reinforced concrete panels. The openings are filled with plastic windows including an aluminium entrance door with a fanlight. Horizontal constructions are made of monolithic reinforced concrete panels which are reinforced in one dimension. The roofing in designed as a flat roof with a layer of vegetation. The foundations of the multifunctional house are based on concrete piles and a reinforced concrete slab. The design of the object respects current housing in the area. The diploma thesis includes a basic review of construction physics and fire safety layout.

ABSTRACT The scope of this Diploma thesis is create the detail design documentation for building of new nursery school in Zbýšov. The two-storey building with partial basement is located southwest and has a regular ground plan. There are four departments for children of the age from 3 to 6 years, administration part with language classroom and speech therapy classroom, offices and facilities for teachers, cafeteria and technical part located on the first floor. The building is constructed of Porotherm 30 Profi, Porotherm 30 AKU bricks and is built on concrete strip foundations. The perimeter of the basement is created by the vertical load-bearing walls made of reinforced concrete bricks. There is used the certified external thermal insulation composite system. The internal non-load masonry is designed from Porotherm 14 Profi and Porotherm 11,5 AKU. The horizontal load-bearing ceiling construction is made of pre-stressed reinforced concrete panel Spiroll. The stairs are monolithic, made of reinforced concrete. The flat roofs are designed with using of extensive green roof system.